rab rumah

DAFTAR HARGA SATUAN UPAH DAN BAHAN

: Pembangunan Rumah type 36 Lokasi : : Volume : : 1 Unit

No PEKERJA SATUANUPAH

KETERANGANKERJA( Rp )

1 2 3 4 5

###1 Mandor Org/Hari 85,000.00 ###2 Kepala Tukang Org/Hari 80,000.00 ###3 Tukang Org/Hari 75,000.00 ###4 Pekerja Org/Hari 55,000.00 ###

NO NAMA BAHAN SATUANHARGA

KETERANGANBAHAN(Rp)

1 2 3 4 51 Semen Portland Kg 1,500.00 40 kg ###2 Batu Palimanan Bh 174,500.00 ###3 Semen Warna Kg 2,400.00 ###4 Kawat Beton Kg 20,000.00 Kawat Beton5 Besi Beton KS Kg 15,000.00 Besi Beton KS 6 Besi Strip Kg 14,000.00 7 Paku Seng Kg 27,500.00 Paku Seng 8 Paku Dia. 1 Inchi Kg 27,500.00 Paku Dia. 1 Inchi9 Paku Dia. 1,5 Inchi Kg 22,000.00 Paku Dia. 1,5 Inchi

10 Paku Dia. 2 Inchi Kg 22,000.00 Paku Dia. 2 Inchi11 Paku Dia. 2.5 Inchi Kg 13,750.00 Paku Dia. 2.5 Inchi12 Paku Dia. 4 Inchi Kg 13,750.00 Paku Dia. 4 Inchi13 Paku Dia. 6 Inchi Kg 13,750.00 Paku Dia. 6 Inchi14 Seng Plat Lbr 56,375.00 Seng Plaat15 Keramik 40 x 40 cm Bh 9,240.00 Rp 57,750.00 16 Keramik 30 x 30 cm Bh 5,175.00 Rp 57,500.00 Keramik 40 x 40 cm17 Keramik 20 x 25 cm Bh 2,860.00 Rp 57,200.00 Keramik 20 x 25 cm18 Keramik 20 x 20 cm Bh 2,288.00 Rp 57,200.00 Keramik 20 x 20 cm19 Keramik Anti Slip 20 x 20 cm M² 2,288.00 Rp 57,200.00 Keramik Anti Slip 20 x 20 cm20 Rooster Keramik 20 x 20 cm Bh 30,800.00 Rooster Keramik 20 x 20 cm21 Cat Metrolite Isi 5 Kg Kg 25,000.00 Cat Metrolite Isi 5 Kg22 Cat Metrolite Isi 25 Kg Pail 307,120.00 Cat Metrolite Isi 25 Kg23 Cat Kimex 5 Kg Kg 21,500.00 Cat Kimex 5 Kg24 Cat Kimex 25 Kg Pail 537,500.00 Cat Kimex 25 Kg25 Cat Tembok setara Vinilex 25 Kg Pail 505,000.00 Cat Vinilex Sejenis 5 Kg26 Cat Vinilex Sejenis 25 Kg Pail 314,270.00 Cat Vinilex Sejenis 25 Kg27 Cat Tembok setara Vinilex 5 Kg Pail 105,000.00 Cat Bali lux Sejenis 5 Kg28 Cat Vinilex Sejenis 25 Kg Pail 138,270.00 Cat Bali lux Sejenis 25 Kg29 Cat Bee Brand Kg 55,000.00 Cat Bee Brand30 Cat Puma Kg 30,000.00 Cat Puma31 Dempul Kg 30,000.00 Dempul32 Cat Meny Kg 25,000.00 33 Thinner Ltr 20,000.00 Thinner 34 Pernis Ltr 25,000.00 35 Plamier Kg 16,500.00 Plamier31 Kaca Bening 3 mm M² 125,000.00 ###32 Kaca Bening 5 mm M² 153,000.00 ###33 Kayu Kuat Klas II M³ 4,000,000.00 Kayu Klas II34 Kayu Kuat Klas IV M³ 2,500,000.00 ###

1 2 3 4 535 Kayu Dolken Btng 11,000.00 36 Kayu Profil List Plapond M' 8,000.00 ###37 Pipa GIP Medium Dia. 125 mm Btg 1,596,100.00 ###38 Pipa GIP Medium Dia. 100 mm Btg 1,376,100.00 Pipa GIP Medium Dia. 100 mm39 Pipa GIP Medium Dia. 75 mm Btg 825,550.00 Pipa GIP Medium Dia. 75 mm40 Pipa GIP Medium Dia. 50 mm Btg 358,050.00 Pipa GIP Medium Dia. 50 mm41 Pipa GIP Medium Dia. 25 mm Btg 193,050.00 Pipa GIP Medium Dia. 25 mm42 Baja L.50.50 mm Btg 189,200.00 Baja L.50.50 mm43 Baja L.70.70 mm Btg 236,280.00 Baja L.70.70 mm44 Batu Gunung Utuh M³ 132,000.00 Batu Gunung Utuh 45 Batu Kali M³ 145,000.00 Batu Kali 46 Batu Kali Pecah 0 - 1 cm M³ 374,770.00 Batu Kali Pecah 0 - 1 cm47 Batu Kali Pecah 1 - 2 cm M³ 353,870.00 Batu Kali Pecah 1 - 2 cm48 Batu Kali Pecah 2 - 3 cm M³ 285,000.00 Batu Kali Pecah 2 - 3 cm49 Batu Kali Pecah 3 - 5 cm M³ 285,000.00 Batu Kali Pecah 3 - 5 cm50 Batu Kali Pecah 5 - 7 cm M³ 286,110.00 Batu Kali Pecah 5 - 7 cm51 Batu Kali Pecah 7 - 10 cm M³ 199,100.00 Batu Kali Pecah 7 - 10 cm52 Batu Kali Pecah 10 - 15 cm M³ 178,860.00 Batu Kali Pecah 10 - 15 cm53 Kerikil Beton M³ 187,000.00 Kerikil Ayak Tanpa Pasir54 Air Ltr 100.00 55 Batu Alam Tempel M² 60,000.00 56 Batu Bata Jumbo Bh 800.00 Batu Bata Jumbo57 Batu Bata Biasa Bh 650.00 Batu Bata Biasa58 Pasir Pasang M³ 115,000.00 Pasir Pasang59 Pasir Urug M³ 109,000.00 Pasir Urug60 Pasir Jagung M³ 159,500.00 Pasir Jagung61 Tanah Urug M³ 73,500.00 Tanah Urug62 Solar Non Subsidi Ltr 7,250.00 Solar Non Subsidi63 Paving block Bh 1,000.00 64 Minyak Cat Ltr 6,500.00 Minyak Cat65 Pipa PVC Dia. 100 mm AW Btg 151,250.00 4" Pipa PVC Dia. 100 mm AW66 Pipa PVC Dia. 75 mm AW Btg 99,000.00 3" Pipa PVC Dia. 75 mm AW67 Pipa PVC Dia. 50 mm AW Btg 60,500.00 2" Pipa PVC Dia. 50 mm AW68 Pipa PVC Dia. 25 mm AW Btg 38,500.00 1" Pipa PVC Dia. 25 mm AW69 Pipa PVC Dia. 18.75 mm AW Btg 35,000.00 3/4" ###70 Pipa PVC Dia. 12,5 mm AW Btg 30,000.00 1/2" 71 Kran 1/2" Bh 10,000.00 72 Pipa T Btg 22,000.00 ###73 Klosed Duduk (Lengkap) Set 1,761,650.00 ###74 Klosed Duduk Tanpa Mesin Set 506,550.00 ###75 Bak Mandi Feber Glass Bh 230,000.00 76 Klosed Jongkok Bh 132,000.00 Klosed Jongkok77 Kunci Pintu setara Yalle Bh 120,000.00 Kunci Pintu Sejenis 78 Engsel Pintu Bh 18,500.00 Engsel Pintu79 Grendel Pintu Bh 16,500.00 Grendel Pintu80 Engsel Jendela Bh 16,500.00 ###81 Grendel Jendela Bh 5,500.00 ###82 Kaitan Angin Bh 16,500.00 Kaitan Angin83 Tarikan Jendela Bh 5,500.00 84 Talang Air Bh 50,500.00 Talang Air85 Floor Drain Bh 15,000.00 86 Bak Air 1 M3 Bh 951,500.00 Bak Air 1 M387 Tedmon Bak Penampung Air 250 Ltr Bh 401,500.00 Tedmon Bak Penampung Air 250 Ltr88 Tedmon Bak Penampung Air 500 Ltr Bh 775,500.00 Tedmon Bak Penampung Air 500 Ltr89 Tedmon Bak Penampung Air 1000 Ltr Bh 1,254,000.00 Tedmon Bak Penampung Air 1000 Ltr90 Unit 389,400.00 Pompa Air Setara National/ Panasonik91 Pompa Air Semi Jet Pump Setara National Unit 441,650.00 Pompa Air Semi Jet Pump Setara National92 Pompa Air Jet Pump Setara National Unit 936,650.00 Pompa Air Jet Pump Setara National93 Pintu + Kusen PVC 70 x 190 cm Set 291,500.00 Pintu + Kusen PVC 70 x 190 cm94 Rolling Door tebal = 05 Mm M² 445,500.00 Rolling Door tebal = 05 Mm95 Rolling Door tebal = 08 Mm M² 511,500.00 Rolling Door tebal = 08 Mm96 Plastik PVC / Fiber M² 38,500.00 Plastik PVC / Fiber97 Triplek, T = 3 mm Lbr 46,750.00 Triplek, T = 3 mm

Pompa Air Setara National/ Panasonik

1 2 3 4 598 Triplek, T = 4 mm Lbr 66,000.00 Triplek, T = 4 mm99 Triplek, T = 9 mm Lbr 137,500.00 Triplek, T = 9 mm

100 Triplek, T = 12 mm Lbr 177,650.00 Triplek, T = 12 mm101 Triplek, T = 15 mm Lbr 224,400.00 Triplek, T = 15 mm102 Teekwood, T= 3 mm Lbr 100,650.00 Teekwood, T= 3 mm103 Teekwood, T= 4 mm Lbr 111,650.00 Teekwood, T= 4 mm104 Saklar Tunggal setara Bronco Bh 22,000.00 Saklar Tunggal setara Bronco105 Saklar Ganda setara Bronco Bh 22,000.00 Saklar Ganda setara Bronco106 Fitting Inlet setara Bronco Bh 22,000.00 Fitting Inlet setara Bronco107 Fitting Out Let setara Bronco Bh 22,000.00 Fitting Out Let setara Bronco108 Box MCB 1 Group Bh 5,500.00 Box MCB 1 Group109 Box MCB 2 Group Bh 7,150.00 Box MCB 2 Group110 Box MCB 4 A Bh 20,000.00 Box MCB 3 Group111 Box MCB 4 Group Bh 32,000.00 Box MCB 4 Group112 Box MCB 6 Group Bh 46,000.00 ###113 MCB 6 A Bh 38,500.00 ###114 MCB 8 A Bh 38,500.00 MCB 8 A 115 Down Light 14 Watt Stainlees Bh 33,000.00 Down Light 14 Watt Stainlees116 Down Light 18 Watt Stainlees Bh 33,000.00 Down Light 18 Watt Stainlees117 Lampu Jantung Phillips 8 Watt Bh 27,500.00 Lampu Jantung Phillips 8 Watt118 Lampu Jantung Phillips 14 Watt Bh 30,800.00 Lampu Jantung Phillips 14 Watt119 Lampu Jantung Phillips 18 Watt Bh 35,750.00 Lampu Jantung Phillips 18 Watt120 Lampu Jantung Phillips 23 Watt Bh 47,000.00 Lampu Jantung Phillips 25 Watt121 Lampu Jantung Phillips 40 Watt Bh 132,000.00 Lampu Jantung Phillips 40 Watt122 Lampu Jantung Phillips 14 Watt Bh 33,000.00 Lampu Pijar Phillips 25 Watt123 Lampu Pijar Phillips 40 Watt Bh 4,400.00 Lampu Pijar Phillips 40 Watt124 Lampu Pijar Phillips 60 Watt Bh 4,400.00 Lampu Pijar Phillips 60 Watt125 Lampu Pijar Phillips 100 Watt Bh 5,500.00 Lampu Pijar Phillips 100 Watt126 Kabel NYM 2 x 1.5 mm M' 6,600.00 Kabel NYM 2 x 1.5 mm127 Kabel NYM 2 x 2.5 mm M' 7,700.00 Kabel NYM 2 x 2.5 mm128 Kabel NYM 3 x 1.5 mm M' 7,700.00 Kabel NYM 3 x 1.5 mm129 Kabel NYM 3 x 2.5 mm M' 9,900.00 Kabel NYM 3 x 2.5 mm130 Pipa Kabel Listrik Biasa, P = 4 M Btg 3,300.00 Pipa Kabel Listrik Biasa, P = 4 M131 Gorong" Beton Tak Bertulang Ø 40-60 CM M' 434,500.00 Gorong" Beton Tak Bertulang Ø 40-60 CM132 Gorong" Beton Tak Bertulang Ø 80 CM M' 599,500.00 Gorong" Beton Tak Bertulang Ø 80 CM133 Gorong" Beton Tak Bertulang Ø 100 CM M' 709,550.00 Gorong" Beton Tak Bertulang Ø 100 CM134 Alat Bantu Set 137,500.00 Alat Bantu135 Baja Trali Kg 15,510.00 Baja Trali136 Batako Bh 1,300.00 Batako137 Batu Tela Bh 550.00 Batu Tela138 Beton Roster Bh 15,000.00 Beton Roster139 Seng Gelombang Kecil Lbr 38,500.00 ###140 Pagar BRC Jadi ( t=1m) M' 415,000.00 ###141 Bak Mandi Fiberglass 70x70x66 Bh 285,000.00 Bak Mandi Fiberglass 70x70x66142 Urinoar Keramik Standart Bh 700,000.00 Urinoar Keramik Standart143 Washtafel Gantung Keramik Bh 375,000.00 Washtafel Gantung Keramik144 Pompa Tangan Bh 165,000.00 Pompa Tangan145 Lampu TL 20 Watt Bh 75,000.00 146 Lem Kayu Kg 15,000.00 Instalasi Listrik147 Instalasi Listrik Ttk 120,000.00 148 Stop Kontak Bh 22,000.00 149 Seal tape Bh 7,500.00 150 Atap Genteng Metal Bh 35,680.00

DAFTAR ANALISA

NO ANALISA SAT VOLUME HARGA SATUAN JUMLAH ( Rp ) ( Rp )

SNI 03-2835-2002 PEKERJAAN PERSIAPANABK.1.1 1 M' PENGUKURAN DAN PEMASANGAN BOUWPLANK 29,693.00

BahanKayu Kuat Klas IV Kayu 5 / 7 M3 0.006 2,500,000.00 15,000.00

Paku Dia. 2 Inchi Kg 0.020 22,000.00 440.00 Kayu Profil List Plapon Kayu Papan 3/20 M3 0.0035 8,000.00 28.00

15,468.00 TenagaPekerja Oh 0.100 55,000.00 5,500.00 Tukang Oh 0.100 75,000.00 7,500.00 Kepala Tukang Oh 0.010 80,000.00 800.00 Mandor Oh 0.005 85,000.00 425.00

14,225.00 Jumlah 29,693.00

SNI.2835.2008 PEKERJAAN TANAH DAN PASIRABK-2835-6.1 1 M3 GALIAN TANAH BIASA 43,375.00

Pekerja Hari 0.750 55,000.00 41,250.00 Mandor Hari 0.025 85,000.00 2,125.00

Jumlah 43,375.00 ABK-2835-6.9 1 M3 URUGAN TANAH KEMBALI 14,458.33

Pekerja Oh 0.250 55,000.00 13,750.00 Mandor Oh 0.008 85,000.00 708.33

Jumlah 14,458.33 SNI.2836.2008 PEKERJAAN PONDASI

1 M3 PASANGAN BATU KOSONG (ANSTAMPING) 299,673.00 BahanBatu Kali M3 1.200 145,000.00 174,000.00 Pasir Urug M3 0.432 109,000.00 47,088.00

221,088.00 TenagaPekerja Oh 0.780 55,000.00 42,900.00 Tukang Oh 0.390 75,000.00 29,250.00 Kepala Tukang Oh 0.039 80,000.00 3,120.00 Mandor Oh 0.039 85,000.00 3,315.00

78,585.00 Jumlah 299,673.00

ABK-2836-6.2 1 M3 PONDASI BATU KALI 1Pc : 4Ps 629,425.00 BahanBatu Kali M3 1.200 145,000.00 174,000.00 Semen Portland Kg 163.000 1,500.00 244,500.00 Pasir Pasang M3 0.520 115,000.00 59,800.00


151,125.00 Jumlah 629,425.00

SNI.7396.2008 PEKERJAAN BETONABK-7394-6.4 1 M3 BETON LANTAI KERJA mutu f'c = 7,4 Mpa (K 100), slump (3-6) cm 658,501.16

BahanSemen Portland 218 Kg 230.000 1,500.00 345,000.00 Pasir Pasang 0.52 M3 0.638 115,000.00 73,353.57 Kerikil Beton 0.87 M3 0.708 187,000.00 132,447.59 Air Ltr 200.000 100.00 20,000.00

SNI.2008.P.6.9



87,700.00 Jumlah 658,501.16

1 M3 BETON mutu f'c = 19,3 Mpa (K 225), slump (12 ± 2) cm, w/c = 0,58BahanSemen Portland Kg 371.0000 1,500.00 556,500.00 Pasir Pasang M3 0.4986 115,000.00 57,335.71 Kerikil Beton M3 0.7221 187,000.00 135,026.90 Air Ltr 200.000 100.00 20,000.00


120,670.00 Jumlah 889,532.61

1 Kg PEMBESIAN DENGAN BESI POLOS/ULIRBahanBesi Beton KS Kg 1.050 15,000.00 15,750.00 Kawat Beton Kg 0.015 20,000.00 300.00

16,050.00 TenagaPekerja Oh 0.007 55,000.00 385.00 Tukang Oh 0.007 75,000.00 525.00 Kepala Tukang Oh 0.0007 80,000.00 56.00 Mandor Oh 0.0004 85,000.00 34.00

1,000.00 Jumlah 17,050.00

1 M2 PASANGAN BEKISTING UNTUK PONDASIBahanKayu Kuat Klas IV M3 0.040 2,500,000.00 100,000.00

Paku Dia. 2 Inchi Paku 2"- 4" Kg 0.300 22,000.00 6,600.00 Solar Non Subsidi Minyak Bekisting Lt 0.100 7,250.00 725.00


52,390.00 Jumlah 159,715.00

1 M2 PASANGAN BEKISTING UNTUK SLOOFBahanKayu Kuat Klas IV M3 0.045 2,500,000.00 112,500.00

Paku Dia. 2 Inchi Paku 2"- 4" Kg 0.300 22,000.00 6,600.00 Solar Non Subsidi Minyak Bekisting Lt 0.100 7,250.00 725.00


52,390.00

SNI.2008.B.6.7

SNI.2008.B.6.7

SNI.2008.B.6.20

SNI.2008.B.6.21


Jumlah 172,215.00 1 M2 PASANGAN BEKISTING UNTUK KOLOMBahanKayu Kuat Klas IV M3 0.040 2,500,000.00 100,000.00

Paku Dia. 2 Inchi Paku 2"- 4" Kg 0.400 22,000.00 8,800.00 Solar Non Subsidi Minyak Bekisting Lt 0.200 7,250.00 1,450.00 Kayu Kuat Klas IV Kayu Balok Kelas IV M3 0.015 2,500,000.00 37,500.00 Triplek, T = 9 mm Plywood 9 mm Lbr 0.350 137,500.00 48,125.00

Kayu Dolken Btg 2.000 11,000.00 22,000.00 217,875.00

TenagaPekerja Oh 0.660 55,000.00 36,300.00 Tukang Oh 0.330 75,000.00 24,750.00 Kepala Tukang Oh 0.033 80,000.00 2,664.00 Mandor Oh 0.033 85,000.00 2,830.50

66,544.50 Jumlah 284,419.50

1 M2 PASANGAN BEKISTING UNTUK BALOKBahanKayu Kuat Klas IV M3 0.040 2,500,000.00 100,000.00


Kayu Dolken Btg 2.000 11,000.00 22,000.00 225,375.00

TenagaPekerja Oh 0.320 55,000.00 17,600.00 Tukang Oh 0.330 75,000.00 24,750.00 Kepala Tukang Oh 0.033 80,000.00 2,664.00 Mandor Oh 0.033 85,000.00 2,830.50

47,844.50 Jumlah 273,219.50

1 M2 PASANGAN BEKISTING UNTUK LANTAIBahanKayu Kuat Klas IV M3 0.040 2,500,000.00 100,000.00


Kayu Dolken Btg 6.000 11,000.00 66,000.00 261,875.00

TenagaPekerja Oh 0.660 55,000.00 36,300.00 Tukang Oh 0.330 75,000.00 24,750.00 Kepala Tukang Oh 0.033 80,000.00 2,640.00 Mandor Oh 0.006 85,000.00 510.00

64,200.00 Jumlah 326,075.00

ABK.BT.SL 1M3 BETON SLOOF 15/20, 112.62 Kg Besi 4,531,853.61 Beton 1:2:3 M3 1.00 889,532.61 889,532.61 Pembesian Kg 112.62 17,050.00 1,920,171.00 Begisting M2 10.00 172,215.00 1,722,150.00

Jumlah 4,531,853.61 ABK-7394-6.35 1M3 BETON KOLOM 11/11, 190.73 Kg Besi 85,191.15

Beton 1:2:3 M3 1.00 889,532.61 889,532.61 Pembesian Kg 190.73 17,050.00 3,251,946.50 Begisting M2 10.00 284,419.50 2,844,195.00

Jumlah 6,985,674.11

SNI.2008.B.6.22

SNI.2008.B.6.23

SNI.2008.B.6.24


Per M' Kolom 11/11 85,191.15 ABK.BT. RB 1M3 BETON BALOK 13/20, 128.62 Kg Besi 5,814,698.61


Jumlah 5,814,698.61 ABK.BT.PL 10 1M3 BETON PLAT 10 Cm, 144.67 Kg Besi 6,616,906.11


Jumlah 6,616,906.11 SNI.6897.2008 PEKERJAAN DINDING

DT91-0009-6.9 1 M2 PASANGAN BATU - BATA 1Pc : 4Ps 93,770.00 BahanBatu Bata Biasa Bh 70.000 650.00 45,500.00 Semen Portland Kg 11.500 1,500.00 17,250.00 Pasir Pasang M3 0.043 115,000.00 4,945.00

67,695.00 TenagaPekerja Oh 0.300 55,000.00 16,500.00 Tukang Oh 0.100 75,000.00 7,500.00 Kepala Tukang Oh 0.010 80,000.00 800.00 Mandor Oh 0.015 85,000.00 1,275.00

26,075.00 Jumlah 93,770.00

SNI.2837.2008 PEKERJAAN PLESTERANABK-2837-6.4 1 M2 PLESTERAN 1Pc : 4Ps, Tebal 15 mm 42,345.00

BahanSemen Portland Kg 6.240 1,500.00 9,360.00 Pasir Pasang M3 0.024 115,000.00 2,760.00


30,225.00 Jumlah 42,345.00

SNI.3434.2008 PEKERJAAN KAYUDT91-0011-6.2 1 M3 PEKERJAAN KUSEN PINTU DAN JENDELA 6,681,687.50

BahanKayu Kuat Klas II M3 1.200 4,000,000.00 4,800,000.00 Paku Dia. 4 Inchi Kg 1.250 13,750.00 17,187.50 Lem Kayu Kg 1.000 15,000.00 15,000.00

4,832,187.50 TenagaPekerja Oh 6.000 55,000.00 330,000.00 Tukang Oh 18.000 75,000.00 1,350,000.00 Kepala Tukang Oh 1.800 80,000.00 144,000.00 Mandor Oh 0.300 85,000.00 25,500.00

1,849,500.00 Jumlah 6,681,687.50

DT91-0011-6.5 1 M2 PEKERJAAN PINTU PANEL 475,750.00 Bahan

Kayu Kuat Klas II Kayu Papan Kelas II M3 0.040 4,000,000.00 160,000.00 Lem Kayu Kg 0.500 15,000.00 7,500.00

167,500.00 TenagaPekerja Oh 1.000 55,000.00 55,000.00


Tukang Oh 3.000 75,000.00 225,000.00 Kepala Tukang Oh 0.300 80,000.00 24,000.00 Mandor Oh 0.050 85,000.00 4,250.00

308,250.00 Jumlah 475,750.00

ABK.B.2 1 M2 PEKERJAAN PINTU PANEL (lapis seng) 537,762.50 Bahan

Kayu Kuat Klas II Kayu Papan Kelas II M3 0.040 4,000,000.00 160,000.00 Lem Kayu Kg 0.500 15,000.00 7,500.00 Seng Plat m2 1.100 56,375.00 62,012.50


308,250.00 Jumlah 537,762.50

ABK- 3434.6.19 1 M2 PAS. RANGKA PLAFOND 40,185.00 Bahan

Kayu Kuat Klas II Kayu Kuat Kelas II M3 0.0015 4,000,000.00 6,160.00 Paku Dia. 2.5 Inchi Kg 0.200 13,750.00 2,750.00

8,910.00 TenagaPekerja Oh 0.150 55,000.00 Tukang Oh 0.300 75,000.00 22,500.00 Kepala Tukang Oh 0.030 80,000.00 2,400.00 Mandor Oh 0.075 85,000.00 6,375.00

31,275.00 Jumlah 40,185.00

DT91-0010-6.21 1 M' PASANGAN LISPLANG 67,925.00 Bahan

Kayu Kuat Klas II Kayu Kuat Kelas II M3 0.0108 4,000,000.00 43,200.00 Paku Dia. 2 Inchi Kg 0.100 22,000.00 2,200.00

45,400.00 TenagaPekerja Oh 0.100 55,000.00 5,500.00 Tukang Oh 0.200 75,000.00 15,000.00 Kepala Tukang Oh 0.020 80,000.00 1,600.00 Mandor Oh 0.005 85,000.00 425.00

22,525.00 Jumlah 67,925.00

SNI.2002 PEKERJAAN KACAABK.8.1 1 M2 PASANG KACA HIDUP, TEBAL 5 MM 290,838.75

Bahan :Kayu Kuat Klas II Kayu Kuat Kelas II M3 0.0350 4,000,000.00 140,000.00

Kaca Bening 3 mm m2 1.1000 125,000.00 137,500.00 277,500.00

TenagaPekerja Oh 0.0150 55,000.00 825.00 Tukang Oh 0.1500 75,000.00 11,250.00 Kepala Tukang Oh 0.0150 80,000.00 1,200.00 Mandor Oh 0.00075 85,000.00 63.75

13,338.75 Jumlah 290,838.75

ABK.8.4 1 M2 PASANG KACA, TEBAL 5 MM 181,638.75 Bahan :Kaca Bening 5 mm m2 1.1000 153,000.00 168,300.00

168,300.00


TenagaPekerja Oh 0.0150 55,000.00 825.00 Tukang Oh 0.1500 75,000.00 11,250.00 Kepala Tukang Oh 0.0150 80,000.00 1,200.00 Mandor Oh 0.00075 85,000.00 63.75

13,338.75 Jumlah 181,638.75

SNI.2839.2008 PEKERJAAN LANGIT-LANGITABK- 2839-.6.5 1 M2 PASANG LANGIT-LANGIT TRIPLEK, 32,581.25

Bahan :Triplek, T = 3 mm Triplek (120 x 240) tebal 3 mm lbr 0.375 46,750.00 17,531.25 Paku Dia. 1 Inchi Paku Triplek kg 0.030 27,500.00 825.00


14,225.00 Jumlah 32,581.25

DT91-0013-6.10 1 M' PASANG LIST PLAFOND KAYU PROFIL 15,555.00 Bahan :List Kayu Profil m' 1.050 8,000.00 8,400.00 Paku Dia. 1 Inchi Kg 0.010 27,500.00 275.00


7,155.00 Jumlah 15,555.00

DT91-0011-6.13 1 M2 Kuda-kuda + Gording #REF!Bahan :kayu Kelas II m3 1.200 #REF! #REF!Besi Strip Tebal 5 mm kg 15.000 14,000.00 210,000.00 Paku 4 " kg 5.600 153,000.00 856,800.00

#REF!TenagaPekerja Oh 6.700 55,000.00 368,500.00 Tukang Oh 20.100 75,000.00 1,507,500.00 Kepala Tukang Oh 2.010 80,000.00 160,800.00 Mandor Oh 0.335 85,000.00 28,475.00

2,065,275.00 Jumlah #REF!

SNI.7395.2008 PEKERJAAN LANTAIDT91-0012-6.4 1 M2 PASANG LANTAI KERAMIK UKURAN 40 X 40 CM 152,050.00

BahanKeramik 40 x 40 cm Bh 6.2500 9,240.00 57,750.00 Semen portland Kg 10.0000 1,500.00 15,000.00 Pasir pasang M3 0.0450 115,000.00 5,175.00 Semen warna Kg 1.5000 2,400.00 3,600.00


70,525.00


Jumlah 152,050.00 SNI 7395:2008:6.36 1 M2 PASANG LANTAI KERAMIK UKURAN 20 X 20 CM 113,417.00

BahanKeramik 20 x 20 cm Bh 26.5000 2,288.00 60,632.00 Semen portland Kg 11.3800 1,500.00 17,070.00 Pasir pasang M3 0.0420 115,000.00 4,830.00 Semen warna Kg 1.5000 2,400.00 3,600.00


27,285.00 Jumlah 113,417.00

SNI 7395:2008:6.54 1 M2 PASANG KERAMIK DINDING UKURAN 20 X 25 CM 126,501.80 BahanKeramik 20 x 25 cm Bh 21.2000 2,860.00 60,632.00 Semen portland Kg 9.3000 1,500.00 13,950.00 Pasir pasang M3 0.0180 115,000.00 2,070.00 Semen warna Kg 1.5520 2,400.00 3,724.80


46,125.00 Jumlah 126,501.80

SNI.2002 PEKERJAAN KUNCI DAN PENGGANTUNGANABK.Ka 1 BH PASANG KUNCI TANAM 2 SLAG 159,275.00

BahanKunci Pintu setara YalleKunci Tanam Slag Besar Bh 1.0000 120,000.00 120,000.00

120,000.00 TenagaPekerja Oh 0.0100 55,000.00 550.00 Tukang Oh 0.5000 75,000.00 37,500.00 Kepala Tukang Oh 0.0100 80,000.00 800.00 Mandor Oh 0.0050 85,000.00 425.00

39,275.00 Jumlah 159,275.00

ABK.KC 1 BH PASANG ENGSEL PINTU KUNINGAN 31,838.75 BahanEngsel Pintu Bh 1.0000 18,500.00 18,500.00

18,500.00 TenagaPekerja Oh 0.0150 55,000.00 825.00 Tukang Oh 0.1500 75,000.00 11,250.00 Kepala Tukang Oh 0.0150 80,000.00 1,200.00 Mandor Oh 0.00075 85,000.00 63.75

13,338.75 Jumlah 31,838.75

ABtCKd 1 BH PASANG GRENDEL PINTU 34,285.00 BahanGrendel Pintu Bh 1.0000 16,500.00 16,500.00

16,500.00 TenagaPekerja Oh 0.0200 55,000.00 1,100.00 Tukang Oh 0.2000 75,000.00 15,000.00


Kepala Tukang Oh 0.0200 80,000.00 1,600.00 Mandor Oh 0.00100 85,000.00 85.00

17,785.00 Jumlah 34,285.00

ABK.Ke 1 BH PASANG ENGSEL JENDELA 25,392.50 BahanEngsel Jendela Bh 1.0000 16,500.00 16,500.00

16,500.00 TenagaPekerja Oh 0.0100 55,000.00 550.00 Tukang Oh 0.1000 75,000.00 7,500.00 Kepala Tukang Oh 0.0100 80,000.00 800.00 Mandor Oh 0.0005 85,000.00 42.50

8,892.50 Jumlah 25,392.50

ABK.Kf 1 BH PASANG HAK ANGIN JENDELA 29,838.75 BahanKaitan Angin Bh 1.0000 16,500.00 16,500.00


13,338.75 Jumlah 29,838.75

ABK.Kg 1 BH PASANG HANDLE JENDELA 18,787.75 BahanTarikan Jendela Bh 1.0000 5,500.00 5,500.00


13,287.75 Jumlah 18,787.75

ABK.Kh 1 BH PASANG GRENDEL JENDELA 18,817.50 BahanGrendel Jendela Bh 1.0000 5,500.00 5,500.00


13,317.50 Jumlah 18,817.50

SNI.2002 PEKERJAAN SANITAIRABK.WC.1 1 BH PASANGAN KLOSET JONGKOK 402,400.00

Bahan Klosed Jongkok Bh 1.000 132,000.00 132,000.00 Semen Portland Kg 6.000 1,500.00 9,000.00 Pasir Pasang M3 0.010 115,000.00 1,150.00

142,150.00 Tenaga Pekerja Oh 1.000 55,000.00 55,000.00 Tukang Oh 1.500 75,000.00 112,500.00 Kepala Tukang Oh 1.000 80,000.00 80,000.00


Mandor Oh 0.150 85,000.00 12,750.00 260,250.00

Jumlah 402,400.00 ABK.BF1 1 BH PAS BAK AIR FIBER GLASS 541,250.00

Bahan Bak Mandi Feber Glass Bak Air Fibre Glass Bh 1.000 230,000.00 230,000.00

Semen Portland Kg 6.000 1,500.00 9,000.00 Pasir Pasang M3 0.010 115,000.00 1,150.00

240,150.00 Tenaga Pekerja Oh 1.000 55,000.00 55,000.00 Tukang Oh 1.500 75,000.00 112,500.00 Kepala Tukang Oh 1.500 80,000.00 120,000.00 Mandor Oh 0.160 85,000.00 13,600.00

301,100.00 Jumlah 541,250.00

ABK.Sal 1 BH PAS BAK AIR FIBER GLASS 142,424.63 Bahan

Bak Mandi Feber Glass Galian Tanah m3 0.135 43,375.00 5,855.63 Pas. Bata 1 : 4 m3 1.050 93,770.00 98,458.50 Plesteran 1: 4 m3 0.900 42,345.00 38,110.50

Jumlah 142,424.63

SNI.2002 PEKERJAAN PENGECATANABK.C.1 1 M2 PENGECATAN BIDANG KAYU BARU 3 LAPIS 38,367.50

BahanCat Meny Kg 0.200 25,000.00 5,000.00

Dempul Dempul Kayu Kg 0.150 30,000.00 4,500.00 Cat Bee Brand Cat Dasar Kg 0.170 55,000.00 9,350.00 Cat Bee Brand Cat Penutup 2 x Kg 0.260 55,000.00 14,300.00

33,150.00 TenagaPekerja Oh 0.0700 55,000.00 3,850.00 Tukang Oh 0.0090 75,000.00 675.00 Kepala Tukang Oh 0.0060 80,000.00 480.00 Mandor Oh 0.0025 85,000.00 212.50

5,217.50 Jumlah 38,367.50

ABK.C.2 1 M2 PENGECATAN TEMBOK BARU 3 LAPIS 18,541.50 Bahan

Dempul Plamir Tembok Kg 0.100 30,000.00 3,000.00 Cat Metrolite Isi 5 Kg Cat Dasar Kg 0.100 25,000.00 2,500.00 Cat Metrolite Isi 5 Kg Cat Penutup 2 x Kg 0.260 25,000.00 6,500.00


6,541.50 Jumlah 18,541.50

ABK.C.3 1 M2 PENGECATAN PLAFOOND PLYWOOD BARU 15,541.50 Cat Metrolite Isi 5 Kg BahanCat Metrolite Isi 5 Kg Cat Dasar Kg 0.100 25,000.00 2,500.00 Cat Metrolite Isi 5 Kg Cat Penutup 2 x Kg 0.260 25,000.00 6,500.00

9,000.00 Tenaga


Pekerja Oh 0.020 55,000.00 1,100.00 Tukang Oh 0.063 75,000.00 4,725.00 Kepala Tukang Oh 0.0063 80,000.00 504.00 Mandor Oh 0.0025 85,000.00 212.50

6,541.50 Jumlah 15,541.50

RENCANA ANGGARAN BIAYA (RAB) Pekerjaan : Pembangunan Rumah type 36 Lokasi : Volume : 1 Unit

No. Uraian Pekerjaan Analisa Volume Jumlah (Rp)

I. PEKERJAAN PERSIAPAN 1 Pembersihan Lokasi Ls 1.00 Unit 500,000.00 500,000.00

2 Pengadaan Air Kerja Ls 1.00 Unit 350,000.00 350,000.00

Sub Total Pekerjaan Persiapan 850,000.00

II. PEKERJAAN TANAH 1 Pasangan Bowplank ABK.1.1 28.00 M' 29,693.00 831,404.00

2 Galian Tanah ABK-2835-6.1 17.85 M3 43,375.00 774,243.75

3 Urugan Tanah Kembali ABK-2835-6.9 4.46 M3 14,458.33 64,520.31

Sub Total Pekerjaan Tanah 1,670,168.06

III. PEKERJAAN PASANGAN

1 Pek. Sloof 15/20 ABK.BT.SL 1.28 M3 4,531,853.61 5,778,113.35

2 Pek. Ring Balok 15/20 ABK.BT. RB 1.62 M3 5,814,698.61 9,428,070.50

3 Pek. Kolom Praktis 13/13 ABK-7394-6.35 1.34 Ml 85,191.15 114,049.65

4 Pek. Dak Beton tb. 10 cm ABK.BT.PL 10 0.50 M3 6,616,906.11 3,308,453.06

5 Pek. Pondasi Batu Kali 1 : 4 ABK-2836-6.2 11.16 M3 629,425.00 7,022,022.66

6 Pas. Batu Bata 1 : 4 DT91-0009-6.9 142.17 M2 93,770.00 13,331,149.62

7 Pek. Plesteran 1 : 4 ABK-2837-6.4 284.34 M2 42,345.00 12,040,258.73

8 Lantai Keramik 40/40 DT91-0012-6.4 39.00 M2 152,050.00 5,929,950.00

9 Lantai Keramik Kamar Mandi 20/20 SNI 7395:2008:6.36 3.00 M2 113,417.00 340,251.00

10 Dinding Keramik Kamar Mandi 20/25 SNI 7395:2008:6.54 8.64 M2 126,501.80 1,092,975.55

11 Pek. Beton Tumbuk Bawah Lantai 1:3:5 ABK-7394-6.4 2.98 M3 658,501.16 1,959,040.94

Sub Total Pekerjaan pasangan 60,344,335.07

IV. PEKERJAAN KAYU / KACA

1 Kuzen Pintu Jendela dan Ventilasi DT91-0011-6.2 0.62 M3 6,681,687.50 4,122,601.19

2 Pintu Panil Papan DT91-0011-6.5 9.81 M2 475,750.00 4,667,107.50

3 Pintu PVC Ls 1.00 Unit 750,000.00 750,000.00

4 Jendela Kaca 5 mm Hidup ABK.8.1 1.53 M2 290,838.75 444,983.29

5 Jendela Kaca 5 mm Mati ABK.8.4 3.05 M2 181,638.75 553,998.19

6 Pekerjaan Ventilasi Roster Ls 8.00 Bh 20,000.00 160,000.00

7 Pekerjaan Ventilasi Kaca Mati 3 mm ABK.8.4 0.70 M2 181,638.75 127,147.12

Sub Total Pekerjaan Kayu / Kaca 10,825,837.29

V. PEKERJAAN ATAP / PLAFOND

1 Atap Metal+Kuda-Kuda Baja Ringan+ Bubungan Ls 58.30 m2 165,000.00 9,619,919.17

2 Listplank Papan DT91-0010-6.21 19.87 Ml 67,925.00 1,349,479.94

3 Pas. Rangka Plafond Kayu ABK- 3434.6.19 50.49 M2 40,185.00 2,028,940.65

4 Pas. Plafond Triplex 4 mm ABK- 2839-.6.5 50.49 M2 32,581.25 1,645,027.31

5 List Plafond Kayu Profil DT91-0013-6.10 104.87 Ml 15,555.00 1,631,209.38

Sub Total Pekerjaan Atap / Plafond 16,274,576.45

VI. PEKERJAAN KUNCI/GANTUNGAN

1 Kunci Tanam 2 Slag ABK.Ka 4.00 Bh 159,275.00 637,100.00

2 Engsel Pintu ABK.KC 12.00 Bh 31,838.75 382,065.00

3 Grendel Pintu ABtCKd 4.00 Bh 34,285.00 137,140.00

4 Engsel Jendela ABK.Ke 12.00 Bh 25,392.50 304,710.00

5 Kait Angin Jendela ABK.Kf 12.00 Bh 29,838.75 358,065.00

6 Grendel Jendela ABK.Kh 12.00 Bh 18,817.50 225,810.00

7 Handle Jendela ABK.Kg 6.00 Bh 18,787.75 112,726.50

Sub Total Pekerjaan Kunci dan gantungan 2,157,616.50

VII. PEKERJAAN INSTALASI LISTRIK

1 Pemasangan Listrik Baru Ls 1.00 Unit 3,500,000.00 3,500,000.00

2 Instalasi Titik Api Ls 11.00 Titik 120,000.00 1,320,000.00

3 Saklar Ganda Ls 2.00 Bh 22,000.00 44,000.00

4 Saklar Tunggal Ls 3.00 Bh 22,000.00 66,000.00

5 Stop Kontak Ls 4.00 Bh 22,000.00 88,000.00

6 Pas. MCB 6 A + Box Ls 1.00 Bh 38,500.00 38,500.00

7 Lampu SNI SL 18 Watt Ls 7.00 Bh 35,750.00 250,250.00

Sub Total Pekerjaan Instalasi Listrik 5,306,750.00

VIII. PEKERJAAN AIR BERSIH DAN AIR KOTOR 1

Ls 1.00 Unit 5,000,000.00 5,000,000.00

2 Instalasi Air Bersih Ls 1.00 Unit 2,500,000.00 2,500,000.00

3 Instalasi Air Kotor Ls 1.00 Unit 2,000,000.00 2,000,000.00

4 Closed Jongkok ABK.WC.1 1.00 Bh 402,400.00 402,400.00

5 Bak Fiber ABK.BF1 1.00 Unit 541,250.00 541,250.00

Harga Satuan (Rp)

Pemasangan PAM/ Pemb. Sumur + Mesin Air Serta Asesoris

No. Uraian Pekerjaan Analisa Volume Jumlah (Rp) Harga Satuan (Rp)

6 Kran Air Ls 1.00 Bh 10,000.00 10,000.00

7 Saringan Air Kotor Ls 1.00 Bh 15,000.00 15,000.00

8 Pipa Hawa T ( untuk septik tank ) Ls 1.00 Bh 22,000.00 22,000.00

9 Pekerjaan Septiktank dan Peresapan Ls 1.00 Unit 5,000,000.00 5,000,000.00

Sub Total Pekerjaan air bersih dan air kotor 15,490,650.00

IX. PEKERJAAN PENGECATAN

1 Cat Kayu ABK.C.1 14.22 m2 38,367.50 545,465.38

2 Cat Dinding Tembok ABK.C.2 284.34 m2 18,541.50 5,272,038.19

3 Cat Plafond ABK.C.3 50.49 m2 15,541.50 784,690.34

Sub Total pekerjaan Pengecatan 6,602,193.90

X. PEMBERSIHAN AKHIR

1 Pembersihan Akhir Ls 1.00 Unit 478,000.00 478,000.00

Sub Total Pekerjaan Lain-Lain 478,000.00

No. Uraian Pekerjaan Analisa Volume Jumlah (Rp) Harga Satuan (Rp)

Curup, 2009Dibuat oleh ;

REKAPITULASI ANGGARAN BIAYAPekerjaan : Pembangunan Rumah type 36Lokasi : Volume : 1 Unit

NO URAIAN PEKERJAAN JUMLAH (Rp.)

1 2 3

I PEKERJAAN PERSIAPAN Rp 850,000.00

II PEKERJAAN TANAH /PASIR Rp 1,670,168.06

III PEKERJAAN PASANGAN BATU/BETON Rp 60,344,335.07

IV PEKERJAAN KAYU/KACA Rp 10,825,837.29

V PEKERJAAN ATAP/ PLAFOND Rp 16,274,576.45

VI PEKERJAAN KUNO/GANTUNGAN Rp 2,157,616.50

VII PEKERJAAN INSTALASI LISTRIK Rp 5,306,750.00

VIII PEK. INSTALASI AIR BERSIH DAN AIR KOTOR Rp 15,490,650.00

IX PEKERJAAN PENGECATAN Rp 6,602,193.90

XI PEKERJAAN LAIN-LAIN Rp 478,000.00

JUMLAH Rp 120,000,127.27

JUMLAH TOTAL Rp 120,000,127.27

DIBULATKAN Rp 120,000,000.00

TERBILANG # Seratus Dua Puluh Juta Rupiah #

rab rumah

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